利用岩心钻探过程中产生的声级预测比能的新方法

IF 1.7 Q3 ENGINEERING, GEOLOGICAL
C. Kumar
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引用次数: 1

摘要

摘要比能(SE)是挖掘单位体积岩石所需的能量。在挖掘项目、采矿和石油工业的规划和设计中,它是一个非常重要的变量,取决于岩石性质。本调查报告了SE的预测、岩石性质对SE的影响,以及使用钻井过程中产生的声级的操作变量对SE的作用。最初,确定了所有选定岩石类型的SE,并在SE与岩石物理力学性质(PMRP)和操作变量之间建立了相关性。使用确定系数(R2)、t检验、F检验和性能预测,即数值说明(VAF)、均方根误差(RMSE)和平均绝对百分比误差(MAPE),对开发的预测模型进行了验证。对于SE,所选岩石样品的R2值在75.58%至78.76%之间,RMSE值在0.074411至0.578601之间,VAF值在72.826808至84.155813之间,MAPE值在0.061218至2.321007之间,t和F值在表中值以下。关于SE与PMRP的关系,观察到SE随着单轴抗压强度、巴西抗拉强度和干密度的增加而增加,而随着耐磨性的增加而减少。对于PMRP,从92.25%、90.99%、47.15%和93.39%获得的R2值对应于单轴抗压强度、巴西抗拉强度、密度和耐磨性。类似地,关于SE与操作变量的关系,观察到SE随着钻头直径、渗透率和钻头速度的增加而降低。所开发的模型可用于勘探和挖掘项目中的比能预测。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
New approach for prediction of specific energy using sound levels produced during core drilling operations
ABSTRACT Specific energy (SE) is the energy required to excavate a unit volume of rock. It is a very important variable in the planning and designing of excavation projects, mining, and petroleum industry and depends on rock properties. This investigation reports about the prediction of SE, the effect of properties of rocks on SE, and the effect of operational variables on SE using sound levels created during the drilling process. Initially, SE was determined for all selected rock types and a correlation was developed between SE and physico-mechanical rock properties (PMRP) and operating variables. The developed prediction models were validated using determination coefficients (R2), the t-test, F-test, and performance predictions i.e. values account for (VAF), root mean square error (RMSE) and mean absolute percentage error (MAPE). For SE, the R2 values obtained a range from 75.58% to 78.76%, RMSE values obtained a range from 0.074411 to 0.578601, VAF values obtained a range from 72.826808 to 84.155813 and MAPE values obtained a range from 0.061218 to 2.321007 for selected rock samples and also, t and F values obtained below the tabulated values. Concerning SE’s relation to PMRP, it was observed that SE increased with increasing uniaxial compressive strength, Brazilian tensile strength, and dry density and decreased with increasing abrasivity. For PMRP, the R2 values obtained from 92.25%, 90.99%, 47.15%, 93.39%, corresponded to uniaxial compressive strength, Brazilian tensile strength, density, and abrasivity. Similarly, regarding SE’s relation with operational variables, it was observed that SE decreased with increasing drill bit diameters, penetration rates, and drill bit speed. The developed models can be served in the exploration and excavation projects for the prediction of specific energy.
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来源期刊
CiteScore
3.80
自引率
0.00%
发文量
27
期刊介绍: Geomechanics is concerned with the application of the principle of mechanics to earth-materials (namely geo-material). Geoengineering covers a wide range of engineering disciplines related to geo-materials, such as foundation engineering, slope engineering, tunnelling, rock engineering, engineering geology and geo-environmental engineering. Geomechanics and Geoengineering is a major publication channel for research in the areas of soil and rock mechanics, geotechnical and geological engineering, engineering geology, geo-environmental engineering and all geo-material related engineering and science disciplines. The Journal provides an international forum for the exchange of innovative ideas, especially between researchers in Asia and the rest of the world.
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